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2012 Special Inspections Checklist

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5/08/13<br />

<strong>Special</strong> <strong>Inspections</strong> <strong>Checklist</strong><br />

<strong>2012</strong> NC Building Code Section 1704<br />

(check all boxes that apply)<br />

Periodic<br />

Continuous<br />

Verification of in-situ concrete strength, prior to stressing of tendons in<br />

posttensioned concrete and prior to removal of shores and forms from beams and<br />

structural slabs.<br />

Inspect formwork for shape, location and dimensions of the concrete member being<br />

formed.<br />

Masonry Construction (Level 1) (Table 1704.5.1)<br />

Compliance with required inspection provisions of the construction documents and<br />

the approved submittals shall be verified.<br />

Verification of f’ m and f’ aac prior to construction except where specifically exempted<br />

by this code.<br />

Verification of slump flow and VSI as delivered to the site for self-consolidating<br />

grout.<br />

As masonry construction begins, the following shall be verified to ensure<br />

compliance:<br />

Proportions of site-prepared mortar.<br />

Construction of mortar joints.<br />

Location of reinforcement, connectors, prestressing tendons and anchorage.<br />

Prestressing technique.<br />

Grade and size of prestressing tendons and anchorage.<br />

During construction the inspection program shall verify:<br />

Size and location of structural elements.<br />

Type, size and location of anchors, including other details of anchorage of<br />

masonry to structural members, frames or other construction.<br />

Specified size, grade and type or reinforcement, anchor bolts, prestressing<br />

tendons and anchorages.<br />

Welding of reinforcing bars.<br />

Protection of masonry during cold weather (temperature below 40 O F) or hot<br />

weather (temperature above 90 O F).<br />

Application and measurement of prestressing force.<br />

Prior to grouting, the following shall be verified to ensure compliance:<br />

Grout space is clean.<br />

Placement of reinforcement and connectors and prestressing tendons and<br />

anchorage.<br />

Proportions of site-prepared grout and prestressing grout for bonded tendons.<br />

Construction of mortar joints.<br />

Grout placement shall be verified to ensure compliance with code and construction<br />

document provisions.<br />

Grouting of prestressing bonded tendons.<br />

Preparation of any required grout specimens, mortar specimens and/or prisms shall<br />

be observed.<br />

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